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<br />23 <br /> <br />.~ <br /> <br />periods of time. The post-dam variability in effective discharge appears to be <br /> <br />greater than the pre-dam condition. <br /> <br />The reco~d of channel width change at the cableways provides a rare <br /> <br /> <br />continuous record to compare with estimates, of effective discharge (Fig. 17). <br /> <br /> <br />Effective discharges were greater than 1400 m3/s prior to 1920 and steadily <br /> <br /> <br />decreased to about 680 m3/s by the mid-1930s. Following closure of Flaming <br /> <br /> <br />Gorge Dam, effective discharges dropped to approximately 600 m3/s, but large <br /> <br />floods between 1983 and 1986 increased effective discharges to magnitudes <br /> <br />that had not occurred since 1930. <br /> <br />There is generally good agreement between the trend in effective <br /> <br />discharge and the trend in channel width (Fig. 17). The time phase of the <br /> <br />. 1930s narrowing coincides with a substantial decrease in effective discharge. <br /> <br />However, the large increase in effective discharge during the floods of the mid- <br /> <br />1980s had no effect on channel width. These large floods simply elevated the <br /> <br />existing floodplain surface (Fig. 16). These data suggest that narrowing can <br /> <br />begin soon after effective discharge is reduced, but even large increases in' <br /> <br />, <br /> <br />effective discharge do not necessarily lead to channel widening. Dense <br /> <br />riparian vege.tation that often forms near channel margins, in this case <br /> <br />saltcedar, may be sufficient to stabilize banks and prevent widening of the <br /> <br />channel except in the largest long-duration floods. <br /> <br />Andrews (1980) found that bankfull discharges identified in the field were <br /> <br />well correlated with effective discharges for streams in the Vampa River basin. <br />